US20080317606A1 - Tile flood pump - Google Patents
Tile flood pump Download PDFInfo
- Publication number
- US20080317606A1 US20080317606A1 US11/820,637 US82063707A US2008317606A1 US 20080317606 A1 US20080317606 A1 US 20080317606A1 US 82063707 A US82063707 A US 82063707A US 2008317606 A1 US2008317606 A1 US 2008317606A1
- Authority
- US
- United States
- Prior art keywords
- housing
- impeller
- shaft
- pump
- pump housing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 68
- 238000005086 pumping Methods 0.000 claims abstract description 19
- 230000008878 coupling Effects 0.000 claims description 8
- 238000010168 coupling process Methods 0.000 claims description 8
- 238000005859 coupling reaction Methods 0.000 claims description 8
- 238000012216 screening Methods 0.000 claims 9
- 230000001154 acute effect Effects 0.000 claims 2
- 238000012544 monitoring process Methods 0.000 claims 2
- 230000005484 gravity Effects 0.000 description 6
- 125000006850 spacer group Chemical group 0.000 description 5
- 230000010006 flight Effects 0.000 description 4
- 230000000087 stabilizing effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
- F04D—NON-POSITIVE-DISPLACEMENT PUMPS
- F04D13/00—Pumping installations or systems
- F04D13/02—Units comprising pumps and their driving means
- F04D13/04—Units comprising pumps and their driving means the pump being fluid driven
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
- F04D—NON-POSITIVE-DISPLACEMENT PUMPS
- F04D29/00—Details, component parts, or accessories
- F04D29/60—Mounting; Assembling; Disassembling
- F04D29/64—Mounting; Assembling; Disassembling of axial pumps
- F04D29/648—Mounting; Assembling; Disassembling of axial pumps especially adapted for liquid pumps
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F04—POSITIVE - DISPLACEMENT MACHINES FOR LIQUIDS; PUMPS FOR LIQUIDS OR ELASTIC FLUIDS
- F04D—NON-POSITIVE-DISPLACEMENT PUMPS
- F04D3/00—Axial-flow pumps
Definitions
- This invention relates to pumping devices for pumping water from flooded fields to drainage ditches, catch basins and canals. More particularly, the invention relates to a portable or fixed tile flood pump that can be quickly and efficiently moved, installed and operated in a selected location by the power take-off from a tractor or directly from a diesel, gasoline-powered or electric motor drive mechanism.
- the pump includes a typically horizontally-mounted pump housing which is flanged or otherwise attached to an existing tile or drain pipe extending through a dam, levee or dike from the field to the drainage ditch.
- An impeller housing joins the pump housing in angular relationship and is immersed in the water covering the field.
- the impeller housing is typically provided with flanges for enclosing, adding and/or replacing one or more lower impellers, fixed to an impeller shaft, to pump the water from the field through the impeller housing and the pump housing and through the existing tile or drain pipe, into the drainage ditch.
- a shaft housing joins the pump housing in angular relationship and is disposed in linear alignment with the impeller housing and typically includes an upper load bearing, a shaft housing extension flanged to the pump housing and upper marine bearings or bushings for stabilizing one end of the rotating shaft.
- the shaft extends through a lower marine bearing and a lower load bearing or bushing located in the impeller housing, for stabilizing the shaft.
- An upper impeller or impellers is fitted on the upper segment of the shaft, which extends through the shaft housing and housing extension and serves to flood and cool the upper marine bearings and load bearing which stabilize the upper end of the shaft.
- the shaft may be made up in two or more connected segments and is typically driven by a tractor power take-off or other drive mechanism such as a gasoline or diesel engine or an electric motor, to rotate the upper and lower impellers, each of which typically consists of two or more flights or screws fixedly mounted on a shaft coupler or on the shaft itself, for pumping the water from the field to the drainage ditch and through the shaft housing and shaft housing extension.
- FIG. 1 is a perspective view of a typical installation of the tile flood pump, illustrating an existing permanent tile or drainage pipe buried in a levee or dike separating a flooded field from a drainage ditch, with the tile flood pump of this invention disposed on the field side of the levee and flanged to the tile or drainage pipe and driven by the power take-off shaft of a tractor;
- FIG. 2 is a front perspective view of the tile flood pump illustrated in FIG. 1 , more particularly illustrating the pump housing, shaft housing, flanged shaft housing extension and impeller housing;
- FIG. 3 is a perspective view, partially in section, of the tile flood pump illustrated in FIGS. 1 and 2 , illustrating the intake end of the pump housing and an optional flapper valve and valve control, along with the intake end of the impeller housing, the lower or bottom impeller, the shaft housing and the shaft housing extension, as well as the upper or top impeller in the shaft housing extension;
- FIG. 4 is a front perspective view of the pump housing, shaft housing, shaft housing extension, impeller housing and top and bottom impellers of the tile flood pump illustrated in FIG. 2 , more particularly illustrating a typical power drive coupling to the impeller shaft in the shaft housing;
- FIG. 5 is a partial sectional view of the pump housing and an exploded view of the shaft housing and shaft housing extension elements of the tile flood pump illustrated in FIG. 3 , more particularly illustrating the upper impeller and shaft bearing components;
- FIG. 6 is a sectional view of an alternative embodiment of the tile flood pump wherein the impeller shaft is segmented and connected by shaft couplers;
- FIG. 7 is a perspective view of a typical shaft coupler for joining a pair of shaft segments.
- FIG. 8 is a typical impeller and shaft segment design for connecting the upper and lower impellers to the respective impeller shaft segments.
- a typical embodiment of the tile flood pump of this invention is generally illustrated as reference numeral 1 .
- the tile flood pump 1 is illustrated in functional position attached to the field end of an existing tile or drain pipe 30 , embedded substantially horizontally in a levee or dike 38 , with the discharge end of the tile 30 extending over a drainage ditch 40 and typically fitted with a tile pivoting or flapper valve 31 , (all illustrated in phantom) the flapper valve 31 preventing water from backing up from the drainage ditch 40 , through the tile 30 and back into the field 39 .
- the tile flood pump 1 is oriented such that the cylindrical pump housing 2 is substantially horizontally disposed and is typically flanged to the tile flange 33 on the intake end of the tile 30 , at the field 39 .
- An impeller housing 10 extends in angular relationship downwardly and outwardly from a pump housing 2 and typically terminates in an intake grid 12 , which serves as a water inflow or intake 42 , as indicated by the arrow in FIG. 1 . Accordingly, water is typically pumped from the field 39 as indicated by the water inflow or intake arrow 42 , through the intake grid 12 , into the impeller housing 10 and through the pump housing 2 and from the discharge end of the tile 30 at the flapper valve 31 , into the drainage ditch 40 , as further illustrated in FIG. 3 .
- a tractor 36 fitted with a power take-off 37 , is oriented on the levee 38 (all illustrated in phantom) such that the power take-off 37 can be connected to the impeller shaft 15 , illustrated in FIGS. 3 and 4 , of the tile flood pump 1 , through a universal joint 34 , to operate the power take-off 37 and rotate the impeller shaft 15 and the internal lower impeller or impellers 13 and pump water from the field 39 to the drainage ditch 40 , as hereinafter further described.
- the tile flood pump 1 may be portable and can be transported to the field 39 on a trailer (not illustrated), typically pulled by the tractor 36 .
- the tile flood pump 1 illustrated in FIGS. 1 and 2 is typically characterized by a cylindrical pump housing 2 of selected length and diameter, having a pump housing bore 3 ( FIGS. 3-5 ) of corresponding size.
- An optional pump housing pivoting or flapper valve 4 may be pivoted to the intake end of the pump housing 2 by a flapper valve pin or pins 5 ( FIGS. 2 and 4 ) for controlling the flow of water through the pump housing 2 .
- This flow control is typically effected by a flapper valve control 24 that includes a flapper valve control rod 25 , slidably extending through a brace ring 26 a , mounted to a corresponding control handle braces 26 , which are attached to a shaft housing 17 .
- the flapper valve control rod 25 is pivotally connected at the extending end to a flapper valve connecting rod 28 by a control handle pivot pin 27 a , at a control handle pivot 27 .
- the flapper valve connecting rod 28 is also attached to a flapper valve pin 5 of the pump housing flapper valve 4 , such that the flapper valve control rod 25 can be grasped at the control rod grip 25 a and pulled, to open the pump housing flapper valve 4 .
- the flapper valve control rod 25 can be pushed to close the pump housing flapper valve 4 and prevent water from flowing by gravity through the pump housing 2 and the tile 30 , from the field 39 to the drainage ditch 40 .
- the pump housing flapper valve 4 can be replaced by a cap or seal to close the distal end of the pump housing 2 and eliminate the need for the flapper valve control 24 .
- the cylindrical shaft housing 17 joins the pump housing 2 in angular relationship at a shaft housing opening 18 ( FIGS. 3-5 ) and the shaft housing 17 is aligned with the impeller housing 10 , which joins the pump housing 2 at the impeller housing discharge opening 16 ( FIGS. 3 and 4 ). Accordingly, it will be appreciated from a consideration of the drawings that the shaft housing 17 and the impeller housing 10 are linearly aligned with each other to accommodate the impeller shaft 15 , the upper end of which extends through a pair of upper flange bearings 19 , mounted in corresponding bearing flanges 19 a , secured to facing shaft housing flanges 17 a and shaft housing extension flanges 17 c ( FIGS.
- the impeller shaft 15 extends through a removable shaft housing extension 62 , fitted with the housing extension flanges 17 c , that mount on the facing shaft housing flanges 17 a , respectively.
- the impeller shaft 15 extends to an upper load bearing 23 , mounted on the top end of the shaft housing 17 by means of bearing mount bolts 23 a , and also extends through a spacer plate 32 , to the universal joint 34 .
- the impeller shaft 15 also projects downwardly through the shaft housing 17 and the pump housing 2 , where the extending end thereof terminates inside the impeller housing 10 in a lower load bearing 20 ( FIGS.
- a lower impeller 13 is rigidly attached by a key or by any other convenient technique to the impeller shaft 15 in the impeller housing bore 11 , near the intake end of the impeller housing 10 and the intake grid 12 , and typically includes one or more impeller flights 14 , which rotate with the impeller shaft 15 and operate to pump water through the intake grid 12 , located on the extending end of the impeller housing 10 , as it is immersed in the flooded field 39 .
- An upper impeller 63 having a selected number of impeller flights 14 , is mounted on that segment of the impeller shaft 15 which projects through the shaft housing extension 62 .
- Water is thus pumped through the intake grid 12 , the impeller housing 10 , the pump housing 2 , and through the tile 30 , into the drainage ditch 40 , by rotation of the impeller shaft 15 and the lower impeller 13 , as illustrated in FIGS. 1-3 .
- Water is also pumped through the shaft housing 17 and the shaft housing extension 62 by rotation of both the lower impeller 13 and the upper impeller 63 .
- the impeller shaft 15 is stabilized inside the impeller housing 10 by a marine bearing 21 , mounted inside the pump housing 2 by means of marine bearing mounts 22 , typically deployed as illustrated in FIG. 4 .
- Additional spaced-apart upper marine bearings 19 are fitted to the impeller shaft 15 , typically in the spaced-apart bearing flanges 19 a , engaging corresponding bearing flange grooves or seats 65 ( FIG. 5 ), at each end of the shaft housing extension 62 .
- the upper impeller 63 is typically keyed or otherwise fixed to the impeller shaft 15 between the upper marine bearings 19 ( FIGS. 3-5 ). While a single impeller shaft 15 may be used in the tile flood pump 1 , two linearly-connected shaft segments may also be implemented, one of which typically fits in the shaft housing extension 62 and the other extending downwardly through the shaft housing 17 , the pump housing 2 and the impeller housing 10 .
- the control handle braces 26 of the flapper valve control 24 extend from fixed attachment to the shaft housing 17 , to welded or otherwise fixed attachment to the pump housing 2 , for securing the shaft housing 17 to the pump housing 2 in alignment with the impeller housing 10 and stabilizing the flapper valve control rod 25 by means of the brace ring 26 a .
- a spacer plate 32 is typically spaced-apart from the upper load bearing 23 in the upper end of the shaft housing 17 and a weep space 32 a is provided in the spacer plate 32 .
- a weep hole or slot 32 b is also provided in the shaft housing 17 , between the spacer plate 32 and the load bearing 23 ( FIG.
- the pump housing flapper valve 4 is pivotally secured to the intake end of the pump housing 2 by means of a flapper valve pin or pins 5 , that extend through the end of the pump housing 2 , into or across a diameter thereof, to engage the pump housing flapper valve 4 and facilitate opening and closing of the pump housing flapper valve 4 responsive to slidable manipulation of the flapper valve control 24 .
- the pump housing 2 may be fitted with a pump housing flange 6 , having pump housing flange openings 7 ( FIG. 2 ), for securing the pump housing 2 to the tile flange 33 on the flanged intake end of the tile 30 , as illustrated in FIG.
- Flange bolts 8 and flange bolt nuts 9 illustrated in FIG. 1 serve to removably connect the pump housing flange 6 of the pump housing 2 to the tile flange 33 on the flanged intake end of the tile 30 .
- the impeller housing flanges 10 a are provided on the lower end of the impeller housing 10 and are secured by additional flange bolts 8 and flange bolt nuts 9 , to facilitate replacing the lower impeller 13 or adding one or more impellers to the lower end of the impeller shaft 15 in the impeller housing 10 , as desired.
- the impeller shaft 15 can be made up of multiple shaft segments, each fitted with shaft threads 15 a for connection by shaft couplers 58 ( FIG. 7 ).
- the shaft threads 58 may also be threaded into internal impeller threads 64 ( FIG. 8 ) to join the lower impeller 13 and upper impeller 63 to the shaft 15 .
- a pair of marine bearing mounts 22 are provided in the impeller housing bore 11 of the impeller housing 10 and serve to seat a marine bearing 21 and a lower load bearing or marine bearing 20 , respectively, as illustrated in FIG. 6 .
- the tile flood pump 1 is typically portable and can be transported by means of a tractor 36 and trailer (not illustrated) or a pickup truck or other vehicle to and from a location where a tile 30 is embedded in a levee 38 for draining a field 39 ( FIG. 1 ) during high water or flood conditions. Accordingly, the tile flood pump 1 can be transported to the desired location, lowered into the flooded field 39 and secured to the flanged intake end of the existing tile 30 , by connecting the tile flange 33 of the tile 30 to the corresponding pump housing flange 6 of the pump housing 2 , using the flange bolts 8 and flange bolt nuts 9 , as illustrated in FIG. 1 .
- the pump housing flapper valve 4 illustrated in FIGS. 1 , 5 and 7 can be opened by grasping the control rod grip 25 a of the flapper valve control rod 25 and pulling the flapper valve control rod 25 , which action exerts pressure on the flapper rod connecting rod 28 at the control handle pivot pin 27 a and causes the pump housing flapper valve 4 to pivot into the open position on the flapper valve pin 5 .
- the tractor 36 or alternative power supply unit can then be operated to rotate the power take-off 37 , which rotates the impeller shaft 15 and the lower impeller or impellers 13 inside the impeller housing 10 , and causes water to flow through the intake grid 12 , as indicated by the water inflow arrows 42 illustrated in FIG. 1 . Accordingly, the water is caused to flow from the field 39 , through the impeller housing 10 and the pump housing 2 by rotation of the impeller flights 14 on the lower impeller(s) 13 .
- the water is further caused to flow upwardly, through the shaft housing 17 , the shaft housing extension 62 and the upper marine bearings 19 , to the upper load bearing 23 by rotation of both the lower impeller 13 and upper impeller 63 , the latter of which acts as a booster pump, to force water entering the shaft housing 17 by rotation of the lower impeller 13 , farther upwardly.
- the water also typically flows from the pump housing 2 through the tile 30 and from the tile 30 at the tile flapper valve 31 , as indicated by the water discharge 41 , into the drainage ditch 40 , illustrated in FIG. 1 .
- This pumping action forces the tile flapper valve 31 to pivot into the open configuration and pumping may continue until the water level in the field 39 is sufficiently low to minimize the damage to crops or other adverse conditions resulting from high water in the field 39 , at which time the power to the power take-off 37 is terminated. Operation of the tile flood pump 1 is then stopped and the control rod grip 25 a is grasped to push the flapper valve control rod 25 toward the field 39 , along with the flapper valve connecting rod 28 and pivot the pump housing flapper valve 4 on the flapper valve pin 5 , to close the pump housing flapper valve 4 , if reverse gravity drain of water from the drainage ditch 40 , through the pump housing 2 and the tile 30 , back into the field 39 is undesirable.
- This action thus prevents water from flowing through the pump housing 2 by gravity and into or from the tile 30 into or from the drainage ditch 40 .
- the pump housing flapper valve 4 may be pivoted to the open position as described above, to facilitate gravity drainage of the water into the drainage ditch 40 , without the necessity of operating the tile flood pump 1 .
- the tile flood pump 1 can be operated as described above to achieve this result, although the discharge end of the tile 30 may be immersed and submerged in the water of the drainage ditch 40 .
- the tile flood pump of this invention is characterized by convenience, portability and flexibility, in that it can be quickly and easily transported to a pumping site, attached to substantially any existing tile or drain pipe at any specific location in a levee or dike which separates a flooded field from a drainage ditch and used to drain the field.
- the tile flood pump can be powered by substantially any desired drive mechanism, including the power take-off from the tractor or by coupling the drive shaft of a diesel, or gasoline engine or an electric motor to the impeller shaft 15 , typically at a universal joint 34 , in conventional fashion.
- the tile flood pump 1 can be optionally fitted with the pump housing flapper valve 4 and flapper valve control 24 and the pump left in place as illustrated in FIG.
- impeller housing 10 can be fitted with the impeller housing flanges 10 a illustrated in the drawings, depending upon the size of the impeller housing 10 , a threaded connection can be provided as an alternative design for accessing the lower impeller 13 .
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structures Of Non-Positive Displacement Pumps (AREA)
Abstract
Description
- This application is related to my U.S. Pat. No. 6,988,874, which issued on Jan. 24, 2006.
- This invention relates to pumping devices for pumping water from flooded fields to drainage ditches, catch basins and canals. More particularly, the invention relates to a portable or fixed tile flood pump that can be quickly and efficiently moved, installed and operated in a selected location by the power take-off from a tractor or directly from a diesel, gasoline-powered or electric motor drive mechanism. The pump includes a typically horizontally-mounted pump housing which is flanged or otherwise attached to an existing tile or drain pipe extending through a dam, levee or dike from the field to the drainage ditch. An impeller housing joins the pump housing in angular relationship and is immersed in the water covering the field. The impeller housing is typically provided with flanges for enclosing, adding and/or replacing one or more lower impellers, fixed to an impeller shaft, to pump the water from the field through the impeller housing and the pump housing and through the existing tile or drain pipe, into the drainage ditch. A shaft housing joins the pump housing in angular relationship and is disposed in linear alignment with the impeller housing and typically includes an upper load bearing, a shaft housing extension flanged to the pump housing and upper marine bearings or bushings for stabilizing one end of the rotating shaft. The shaft extends through a lower marine bearing and a lower load bearing or bushing located in the impeller housing, for stabilizing the shaft. An upper impeller or impellers is fitted on the upper segment of the shaft, which extends through the shaft housing and housing extension and serves to flood and cool the upper marine bearings and load bearing which stabilize the upper end of the shaft. The shaft may be made up in two or more connected segments and is typically driven by a tractor power take-off or other drive mechanism such as a gasoline or diesel engine or an electric motor, to rotate the upper and lower impellers, each of which typically consists of two or more flights or screws fixedly mounted on a shaft coupler or on the shaft itself, for pumping the water from the field to the drainage ditch and through the shaft housing and shaft housing extension.
- The invention will be better understood by reference to the accompanying drawings, wherein:
-
FIG. 1 is a perspective view of a typical installation of the tile flood pump, illustrating an existing permanent tile or drainage pipe buried in a levee or dike separating a flooded field from a drainage ditch, with the tile flood pump of this invention disposed on the field side of the levee and flanged to the tile or drainage pipe and driven by the power take-off shaft of a tractor; -
FIG. 2 is a front perspective view of the tile flood pump illustrated inFIG. 1 , more particularly illustrating the pump housing, shaft housing, flanged shaft housing extension and impeller housing; -
FIG. 3 is a perspective view, partially in section, of the tile flood pump illustrated inFIGS. 1 and 2 , illustrating the intake end of the pump housing and an optional flapper valve and valve control, along with the intake end of the impeller housing, the lower or bottom impeller, the shaft housing and the shaft housing extension, as well as the upper or top impeller in the shaft housing extension; -
FIG. 4 is a front perspective view of the pump housing, shaft housing, shaft housing extension, impeller housing and top and bottom impellers of the tile flood pump illustrated inFIG. 2 , more particularly illustrating a typical power drive coupling to the impeller shaft in the shaft housing; -
FIG. 5 is a partial sectional view of the pump housing and an exploded view of the shaft housing and shaft housing extension elements of the tile flood pump illustrated inFIG. 3 , more particularly illustrating the upper impeller and shaft bearing components; -
FIG. 6 is a sectional view of an alternative embodiment of the tile flood pump wherein the impeller shaft is segmented and connected by shaft couplers; -
FIG. 7 is a perspective view of a typical shaft coupler for joining a pair of shaft segments; and -
FIG. 8 is a typical impeller and shaft segment design for connecting the upper and lower impellers to the respective impeller shaft segments. - Referring initially to
FIGS. 1 and 3 of the drawings, a typical embodiment of the tile flood pump of this invention is generally illustrated asreference numeral 1. Thetile flood pump 1 is illustrated in functional position attached to the field end of an existing tile ordrain pipe 30, embedded substantially horizontally in a levee ordike 38, with the discharge end of thetile 30 extending over adrainage ditch 40 and typically fitted with a tile pivoting orflapper valve 31, (all illustrated in phantom) theflapper valve 31 preventing water from backing up from thedrainage ditch 40, through thetile 30 and back into thefield 39. Thetile flood pump 1 is oriented such that thecylindrical pump housing 2 is substantially horizontally disposed and is typically flanged to thetile flange 33 on the intake end of thetile 30, at thefield 39. Animpeller housing 10 extends in angular relationship downwardly and outwardly from apump housing 2 and typically terminates in anintake grid 12, which serves as a water inflow orintake 42, as indicated by the arrow inFIG. 1 . Accordingly, water is typically pumped from thefield 39 as indicated by the water inflow orintake arrow 42, through theintake grid 12, into theimpeller housing 10 and through thepump housing 2 and from the discharge end of thetile 30 at theflapper valve 31, into thedrainage ditch 40, as further illustrated inFIG. 3 . - In a typical embodiment of the invention, a
tractor 36, fitted with a power take-off 37, is oriented on the levee 38 (all illustrated in phantom) such that the power take-off 37 can be connected to theimpeller shaft 15, illustrated inFIGS. 3 and 4 , of thetile flood pump 1, through auniversal joint 34, to operate the power take-off 37 and rotate theimpeller shaft 15 and the internal lower impeller orimpellers 13 and pump water from thefield 39 to thedrainage ditch 40, as hereinafter further described. Thetile flood pump 1 may be portable and can be transported to thefield 39 on a trailer (not illustrated), typically pulled by thetractor 36. - Referring now to
FIGS. 2-5 of the drawings, thetile flood pump 1 illustrated inFIGS. 1 and 2 is typically characterized by acylindrical pump housing 2 of selected length and diameter, having a pump housing bore 3 (FIGS. 3-5 ) of corresponding size. An optional pump housing pivoting orflapper valve 4 may be pivoted to the intake end of thepump housing 2 by a flapper valve pin or pins 5 (FIGS. 2 and 4 ) for controlling the flow of water through thepump housing 2. This flow control is typically effected by aflapper valve control 24 that includes a flappervalve control rod 25, slidably extending through abrace ring 26 a, mounted to a correspondingcontrol handle braces 26, which are attached to ashaft housing 17. The flappervalve control rod 25 is pivotally connected at the extending end to a flappervalve connecting rod 28 by a controlhandle pivot pin 27 a, at acontrol handle pivot 27. The flappervalve connecting rod 28 is also attached to aflapper valve pin 5 of the pumphousing flapper valve 4, such that the flappervalve control rod 25 can be grasped at thecontrol rod grip 25 a and pulled, to open the pumphousing flapper valve 4. In like manner, the flappervalve control rod 25 can be pushed to close the pumphousing flapper valve 4 and prevent water from flowing by gravity through thepump housing 2 and thetile 30, from thefield 39 to thedrainage ditch 40. Alternatively, in some installations the pumphousing flapper valve 4 can be replaced by a cap or seal to close the distal end of thepump housing 2 and eliminate the need for theflapper valve control 24. - As further illustrated in
FIGS. 1-5 of the drawings, thecylindrical shaft housing 17 joins thepump housing 2 in angular relationship at a shaft housing opening 18 (FIGS. 3-5 ) and theshaft housing 17 is aligned with theimpeller housing 10, which joins thepump housing 2 at the impeller housing discharge opening 16 (FIGS. 3 and 4 ). Accordingly, it will be appreciated from a consideration of the drawings that the shaft housing 17 and theimpeller housing 10 are linearly aligned with each other to accommodate theimpeller shaft 15, the upper end of which extends through a pair ofupper flange bearings 19, mounted incorresponding bearing flanges 19 a, secured to facingshaft housing flanges 17 a and shafthousing extension flanges 17 c (FIGS. 2-5 ) by bearingflange bolts 19 b andnuts 19 c, near the top end of theshaft housing 17. Accordingly, theimpeller shaft 15 extends through a removableshaft housing extension 62, fitted with thehousing extension flanges 17 c, that mount on the facingshaft housing flanges 17 a, respectively. Theimpeller shaft 15 extends to an upper load bearing 23, mounted on the top end of theshaft housing 17 by means ofbearing mount bolts 23 a, and also extends through aspacer plate 32, to theuniversal joint 34. Theimpeller shaft 15 also projects downwardly through theshaft housing 17 and thepump housing 2, where the extending end thereof terminates inside theimpeller housing 10 in a lower load bearing 20 (FIGS. 3 and 4 ). Alower impeller 13 is rigidly attached by a key or by any other convenient technique to theimpeller shaft 15 in theimpeller housing bore 11, near the intake end of theimpeller housing 10 and theintake grid 12, and typically includes one ormore impeller flights 14, which rotate with theimpeller shaft 15 and operate to pump water through theintake grid 12, located on the extending end of theimpeller housing 10, as it is immersed in the floodedfield 39. Anupper impeller 63, having a selected number ofimpeller flights 14, is mounted on that segment of theimpeller shaft 15 which projects through theshaft housing extension 62. Water is thus pumped through theintake grid 12, the impeller housing 10, thepump housing 2, and through thetile 30, into thedrainage ditch 40, by rotation of theimpeller shaft 15 and thelower impeller 13, as illustrated inFIGS. 1-3 . Water is also pumped through theshaft housing 17 and theshaft housing extension 62 by rotation of both thelower impeller 13 and theupper impeller 63. In a typical embodiment, theimpeller shaft 15 is stabilized inside theimpeller housing 10 by a marine bearing 21, mounted inside thepump housing 2 by means ofmarine bearing mounts 22, typically deployed as illustrated inFIG. 4 . Additional spaced-apart uppermarine bearings 19 are fitted to theimpeller shaft 15, typically in the spaced-apart bearingflanges 19 a, engaging corresponding bearing flange grooves or seats 65 (FIG. 5 ), at each end of theshaft housing extension 62. Theupper impeller 63 is typically keyed or otherwise fixed to theimpeller shaft 15 between the upper marine bearings 19 (FIGS. 3-5 ). While asingle impeller shaft 15 may be used in thetile flood pump 1, two linearly-connected shaft segments may also be implemented, one of which typically fits in theshaft housing extension 62 and the other extending downwardly through theshaft housing 17, thepump housing 2 and theimpeller housing 10. - The
control handle braces 26 of theflapper valve control 24 extend from fixed attachment to theshaft housing 17, to welded or otherwise fixed attachment to thepump housing 2, for securing theshaft housing 17 to thepump housing 2 in alignment with theimpeller housing 10 and stabilizing the flappervalve control rod 25 by means of thebrace ring 26 a. As further illustrated inFIGS. 3 and 5 , aspacer plate 32 is typically spaced-apart from the upper load bearing 23 in the upper end of theshaft housing 17 and aweep space 32 a is provided in thespacer plate 32. A weep hole orslot 32 b is also provided in theshaft housing 17, between thespacer plate 32 and the load bearing 23 (FIG. 5 ) and allows water forced upwardly into theshaft housing 17 to seep along theimpeller shaft 15, past thespacer plate 32 at theweep space 32 a and from theshaft housing 17 at theweep slot 32 b, to indicate the pumping efficiency of thetile flood pump 1 and monitor the cooling effect on the uppermarine bearings 19 and upper load bearing 23, primarily by operation of theupper impeller 63. - Referring again to
FIGS. 1 and 4 of the drawings, as heretofore described, in a typical embodiment of the invention the pumphousing flapper valve 4 is pivotally secured to the intake end of thepump housing 2 by means of a flapper valve pin orpins 5, that extend through the end of thepump housing 2, into or across a diameter thereof, to engage the pumphousing flapper valve 4 and facilitate opening and closing of the pumphousing flapper valve 4 responsive to slidable manipulation of theflapper valve control 24. Furthermore, thepump housing 2 may be fitted with apump housing flange 6, having pump housing flange openings 7 (FIG. 2 ), for securing thepump housing 2 to thetile flange 33 on the flanged intake end of thetile 30, as illustrated inFIG. 1 .Flange bolts 8 andflange bolt nuts 9 illustrated inFIG. 1 serve to removably connect thepump housing flange 6 of thepump housing 2 to thetile flange 33 on the flanged intake end of thetile 30. Theimpeller housing flanges 10 a are provided on the lower end of theimpeller housing 10 and are secured byadditional flange bolts 8 andflange bolt nuts 9, to facilitate replacing thelower impeller 13 or adding one or more impellers to the lower end of theimpeller shaft 15 in theimpeller housing 10, as desired. - As illustrated in
FIGS. 6-8 of the drawings theimpeller shaft 15 can be made up of multiple shaft segments, each fitted withshaft threads 15 a for connection by shaft couplers 58 (FIG. 7 ). Theshaft threads 58 may also be threaded into internal impeller threads 64 (FIG. 8 ) to join thelower impeller 13 andupper impeller 63 to theshaft 15. A pair ofmarine bearing mounts 22 are provided in the impeller housing bore 11 of theimpeller housing 10 and serve to seat a marine bearing 21 and a lower load bearing or marine bearing 20, respectively, as illustrated inFIG. 6 . - In operation, and referring again to the drawings, the
tile flood pump 1 is typically portable and can be transported by means of atractor 36 and trailer (not illustrated) or a pickup truck or other vehicle to and from a location where atile 30 is embedded in alevee 38 for draining a field 39 (FIG. 1 ) during high water or flood conditions. Accordingly, thetile flood pump 1 can be transported to the desired location, lowered into the floodedfield 39 and secured to the flanged intake end of the existingtile 30, by connecting thetile flange 33 of thetile 30 to the correspondingpump housing flange 6 of thepump housing 2, using theflange bolts 8 andflange bolt nuts 9, as illustrated inFIG. 1 . When thetile flood pump 1 is in the position illustrated inFIG. 1 connected to thetile 30, if provided on thetile flood pump 1, the pumphousing flapper valve 4 illustrated inFIGS. 1 , 5 and 7 can be opened by grasping thecontrol rod grip 25 a of the flappervalve control rod 25 and pulling the flappervalve control rod 25, which action exerts pressure on the flapperrod connecting rod 28 at the controlhandle pivot pin 27 a and causes the pumphousing flapper valve 4 to pivot into the open position on theflapper valve pin 5. Thetractor 36 or alternative power supply unit can then be operated to rotate the power take-off 37, which rotates theimpeller shaft 15 and the lower impeller orimpellers 13 inside theimpeller housing 10, and causes water to flow through theintake grid 12, as indicated by thewater inflow arrows 42 illustrated inFIG. 1 . Accordingly, the water is caused to flow from thefield 39, through theimpeller housing 10 and thepump housing 2 by rotation of theimpeller flights 14 on the lower impeller(s) 13. The water is further caused to flow upwardly, through theshaft housing 17, theshaft housing extension 62 and the uppermarine bearings 19, to the upper load bearing 23 by rotation of both thelower impeller 13 andupper impeller 63, the latter of which acts as a booster pump, to force water entering theshaft housing 17 by rotation of thelower impeller 13, farther upwardly. The water also typically flows from thepump housing 2 through thetile 30 and from thetile 30 at thetile flapper valve 31, as indicated by thewater discharge 41, into thedrainage ditch 40, illustrated inFIG. 1 . This pumping action forces thetile flapper valve 31 to pivot into the open configuration and pumping may continue until the water level in thefield 39 is sufficiently low to minimize the damage to crops or other adverse conditions resulting from high water in thefield 39, at which time the power to the power take-off 37 is terminated. Operation of thetile flood pump 1 is then stopped and thecontrol rod grip 25 a is grasped to push the flappervalve control rod 25 toward thefield 39, along with the flappervalve connecting rod 28 and pivot the pumphousing flapper valve 4 on theflapper valve pin 5, to close the pumphousing flapper valve 4, if reverse gravity drain of water from thedrainage ditch 40, through thepump housing 2 and thetile 30, back into thefield 39 is undesirable. This action thus prevents water from flowing through thepump housing 2 by gravity and into or from thetile 30 into or from thedrainage ditch 40. Alternatively, if additional gravity drainage from thefield 39 to thedrainage ditch 40 is desired without pumping action, when the water level infield 39 is above that in thedrainage ditch 40, the pumphousing flapper valve 4 may be pivoted to the open position as described above, to facilitate gravity drainage of the water into thedrainage ditch 40, without the necessity of operating thetile flood pump 1. However, under circumstances where the water in thedrainage ditch 40 is higher than the water in thefield 39 and water still must be pumped from thefield 39 into thedrainage ditch 40, thetile flood pump 1 can be operated as described above to achieve this result, although the discharge end of thetile 30 may be immersed and submerged in the water of thedrainage ditch 40. - It will be appreciated by those skilled in the art that the tile flood pump of this invention is characterized by convenience, portability and flexibility, in that it can be quickly and easily transported to a pumping site, attached to substantially any existing tile or drain pipe at any specific location in a levee or dike which separates a flooded field from a drainage ditch and used to drain the field. Furthermore, the tile flood pump can be powered by substantially any desired drive mechanism, including the power take-off from the tractor or by coupling the drive shaft of a diesel, or gasoline engine or an electric motor to the
impeller shaft 15, typically at auniversal joint 34, in conventional fashion. Moreover, thetile flood pump 1 can be optionally fitted with the pumphousing flapper valve 4 andflapper valve control 24 and the pump left in place as illustrated inFIG. 1 to facilitate normal gravity drainage of water from thefield 39 to thedrainage ditch 40, under circumstances where the water in thefield 39 is above that of thedrainage ditch 40, or it can be used to pump against high water located in thedrainage ditch 40, although the water level in thefield 39 may be well below that of thedrainage ditch 40, as described above. Furthermore, while theimpeller housing 10 can be fitted with theimpeller housing flanges 10 a illustrated in the drawings, depending upon the size of theimpeller housing 10, a threaded connection can be provided as an alternative design for accessing thelower impeller 13. - While the preferred embodiments of the invention have been described above, it will be recognized and understood that various modifications may be made in the invention and the appended claims are intended to cover all such modifications which may fall within the spirit and scope of the invention.
Claims (20)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/820,637 US8007249B2 (en) | 2007-06-20 | 2007-06-20 | Tile flood pump |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/820,637 US8007249B2 (en) | 2007-06-20 | 2007-06-20 | Tile flood pump |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| US20080317606A1 true US20080317606A1 (en) | 2008-12-25 |
| US8007249B2 US8007249B2 (en) | 2011-08-30 |
Family
ID=40136688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US11/820,637 Active 2030-06-29 US8007249B2 (en) | 2007-06-20 | 2007-06-20 | Tile flood pump |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US8007249B2 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20120257988A1 (en) * | 2011-04-08 | 2012-10-11 | Marcel Depault | Apparatus for mixing and pumping manure slurries |
| CN104179211A (en) * | 2014-08-27 | 2014-12-03 | 张家港市海工船舶机械制造有限公司 | Seabed ditching device |
| CN104929929A (en) * | 2015-05-19 | 2015-09-23 | 朱德金 | Gravel filter for farmland water suction pump |
| CN107489888A (en) * | 2012-11-30 | 2017-12-19 | 鲁比康研究有限公司 | Fluid-duct-system |
| US11629718B2 (en) * | 2020-05-15 | 2023-04-18 | Rick D. Spargo | Pumping units, pump assemblies and pumping methods |
| CN117267136A (en) * | 2023-11-21 | 2023-12-22 | 江苏华强泵业有限公司 | Self-cleaning axial flow pump |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8734092B1 (en) * | 2011-03-14 | 2014-05-27 | Rick D. Spargo | Flood pump |
| US9108174B2 (en) * | 2013-01-15 | 2015-08-18 | The Maitland Company | Vehicle for transportation and agitation of refinery solids waste |
| US20210262471A1 (en) * | 2021-05-07 | 2021-08-26 | Harrinarine Ramlall | Pto driven articulated trailer turbine pump |
| US11536289B1 (en) | 2022-06-17 | 2022-12-27 | Rick Spargo | Water pumping and distribution systems and louie pump assemblies |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2799229A (en) * | 1955-02-01 | 1957-07-16 | W H Hinton | Mobile irrigation ditch pumping apparatus |
| US2962866A (en) * | 1956-10-18 | 1960-12-06 | Clarence G Muehlfeld | Drain tile guards |
| US3008422A (en) * | 1958-12-31 | 1961-11-14 | Charles D Crisafulli | Mobile pumps |
| US3832093A (en) * | 1972-08-09 | 1974-08-27 | D Shirek | Portable pump |
| US3905725A (en) * | 1974-07-17 | 1975-09-16 | Veda Inc | Pump apparatus |
| US4175916A (en) * | 1977-11-18 | 1979-11-27 | Crisafulli Angelo J | Pump with steep-angle hitch and universal drive joint |
| US4594006A (en) * | 1984-01-17 | 1986-06-10 | Marcel Depeault | Apparatus for mixing and pumping slurry |
| US5364233A (en) * | 1993-08-30 | 1994-11-15 | Benoit Terry J | Irrigation pump apparatus |
| US5624241A (en) * | 1994-03-11 | 1997-04-29 | Nth, Inc. | Flexible hydraulic pump and agitator apparatus |
| US20020187054A1 (en) * | 1999-11-22 | 2002-12-12 | Eller Dana J. | Electric pumping apparatus with extendable drawing pipe and pump light tower |
| US6988874B2 (en) * | 2002-06-17 | 2006-01-24 | Spargo Rick D | Tile flood pump |
-
2007
- 2007-06-20 US US11/820,637 patent/US8007249B2/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2799229A (en) * | 1955-02-01 | 1957-07-16 | W H Hinton | Mobile irrigation ditch pumping apparatus |
| US2962866A (en) * | 1956-10-18 | 1960-12-06 | Clarence G Muehlfeld | Drain tile guards |
| US3008422A (en) * | 1958-12-31 | 1961-11-14 | Charles D Crisafulli | Mobile pumps |
| US3832093A (en) * | 1972-08-09 | 1974-08-27 | D Shirek | Portable pump |
| US3905725A (en) * | 1974-07-17 | 1975-09-16 | Veda Inc | Pump apparatus |
| US4175916A (en) * | 1977-11-18 | 1979-11-27 | Crisafulli Angelo J | Pump with steep-angle hitch and universal drive joint |
| US4594006A (en) * | 1984-01-17 | 1986-06-10 | Marcel Depeault | Apparatus for mixing and pumping slurry |
| US5364233A (en) * | 1993-08-30 | 1994-11-15 | Benoit Terry J | Irrigation pump apparatus |
| US5624241A (en) * | 1994-03-11 | 1997-04-29 | Nth, Inc. | Flexible hydraulic pump and agitator apparatus |
| US20020187054A1 (en) * | 1999-11-22 | 2002-12-12 | Eller Dana J. | Electric pumping apparatus with extendable drawing pipe and pump light tower |
| US6988874B2 (en) * | 2002-06-17 | 2006-01-24 | Spargo Rick D | Tile flood pump |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20120257988A1 (en) * | 2011-04-08 | 2012-10-11 | Marcel Depault | Apparatus for mixing and pumping manure slurries |
| US8939637B2 (en) * | 2011-04-08 | 2015-01-27 | Marcel Depault | Apparatus for mixing and pumping manure slurries |
| CN107489888A (en) * | 2012-11-30 | 2017-12-19 | 鲁比康研究有限公司 | Fluid-duct-system |
| CN104179211A (en) * | 2014-08-27 | 2014-12-03 | 张家港市海工船舶机械制造有限公司 | Seabed ditching device |
| CN104929929A (en) * | 2015-05-19 | 2015-09-23 | 朱德金 | Gravel filter for farmland water suction pump |
| US11629718B2 (en) * | 2020-05-15 | 2023-04-18 | Rick D. Spargo | Pumping units, pump assemblies and pumping methods |
| CN117267136A (en) * | 2023-11-21 | 2023-12-22 | 江苏华强泵业有限公司 | Self-cleaning axial flow pump |
Also Published As
| Publication number | Publication date |
|---|---|
| US8007249B2 (en) | 2011-08-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8007249B2 (en) | Tile flood pump | |
| KR101294030B1 (en) | Submersible pump unit | |
| US6988874B2 (en) | Tile flood pump | |
| HUE030603T2 (en) | Cooling system for liquid pump | |
| US20080299890A1 (en) | Apparatus and method for ventilating and cooling enclosures during an electrical power failure | |
| KR101196676B1 (en) | Pump system for drain pipe line | |
| US5803111A (en) | Device for purging water supply line | |
| US5788466A (en) | Irrigation booster pump system | |
| US9512583B1 (en) | High capacity flood pump system | |
| JP2002332624A (en) | Drainage pump system | |
| JPS609616B2 (en) | Groundwater ``recharging'' equipment | |
| US4138202A (en) | Hydraulic motor system for driving a submersible impeller pump in which reversal of hydraulic flow is prevented | |
| KR101293518B1 (en) | Apparatus for hinged pump gate | |
| KR102501939B1 (en) | Underwater pump with turbulence and vortex protection device in the casing discharge | |
| CN210177443U (en) | Hydraulic vertical open-close type integrated pump brake | |
| KR20110101636A (en) | Fountain Submersible Pump System | |
| CN213655162U (en) | Anti-blocking submersible pump | |
| KR102454316B1 (en) | Pump system installed directly in concrete structure | |
| JP3958484B2 (en) | Submersible motor pump | |
| JP3059294U (en) | Engine pump | |
| JP3749425B2 (en) | Pump water pipe lift gate | |
| JP4692893B2 (en) | Simple pump gate | |
| CN221278122U (en) | Sewage extraction device | |
| CN222455994U (en) | A silt-proof water retaining gate for water conservancy projects | |
| CN216446152U (en) | A drainage device used in water conservancy and hydropower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STCF | Information on status: patent grant |
Free format text: PATENTED CASE |
|
| FPAY | Fee payment |
Year of fee payment: 4 |
|
| MAFP | Maintenance fee payment |
Free format text: PAYMENT OF MAINTENANCE FEE, 8TH YR, SMALL ENTITY (ORIGINAL EVENT CODE: M2552); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY Year of fee payment: 8 |
|
| FEPP | Fee payment procedure |
Free format text: MAINTENANCE FEE REMINDER MAILED (ORIGINAL EVENT CODE: REM.); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY |
|
| FEPP | Fee payment procedure |
Free format text: 11.5 YR SURCHARGE- LATE PMT W/IN 6 MO, SMALL ENTITY (ORIGINAL EVENT CODE: M2556); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY |
|
| MAFP | Maintenance fee payment |
Free format text: PAYMENT OF MAINTENANCE FEE, 12TH YR, SMALL ENTITY (ORIGINAL EVENT CODE: M2553); ENTITY STATUS OF PATENT OWNER: SMALL ENTITY Year of fee payment: 12 |
|
| AS | Assignment |
Owner name: WATER HOG, INC. OF LAWRENCE COUNTY, ARKANSAS Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:SPARGO, RICK;REEL/FRAME:065376/0248 Effective date: 20231023 |